HomeMy WebLinkAbout717-SD1.2m
R
9
12"
TOP RAIL, INTERMEDIATE
4 BOTTOM RAIL TYP.
CHAIN LINK FENCE FABRIC,
POST, EMBED 2' INTO
FOOTING MIN. OR AS
RECOMMENDED BY
FENCE MANUF.
TENNIS COURT FINISH,
OVER LAP CONG. 2" MIN.
ASPHALT BY OTHERS
MOW STRIPE BY OTHERS
IN-BETWEEN FOOTIN65
CONCRETE FOOTINGS AT
POSTS
6" GRANULAR BASE
PETAL L. TYP. FENCE SECTION
SCALE: 1/4" = 1'-0" SD1.2
5ECTION
0
A►Irl =— AT GMAII AM
PETA I L.
SCALE: 1/4" = 1'-O"
LAGIN6 ROD
TENNIS NET
COURT FINISH
OVER PAVEMENT,
EXTEND OVER
CONCRETE BASE
NET POST
IN SLEEVE
6" GRAVEL
BASE
STABLE
UND 15TUR13ED
SOIL
COURT FINISH
r —r— — — OVER PAVEMENT,
CONCRETE X ASE
II SLEEVE BY TENNIS
STANDARD MANUF.
PLAN
i) ETA I L■ TENNIS NET POST
SCALE: 1/2" = 1'-011 SD1.2
QCOURT FINISH
_ OVER PAVEMENT,
E EXTEND OVER
CONCRETE BASE
Im
6" GRAVEL)
BASE
SECTION
2 1/2" ASPHALTIC CONCRETE PAYING SEE DETA I L
SLEEVE BY TENNIS
STANDARD MANUF.
COURT FINISH
O2
—
OVER PAVEMENT,
STATE OF IDAHO
JOI NTS SEE DETAILS H/SD2.1 AND J/SD2.1.
OVER
O
PROVIDE GRASS SEED IN ALL LANDSCAPE AREAS
COTEND
N REBASE
00
W00�
0 0
L_J
: v
Q
o x
PLAN
3" ASPHALTIC CONCRETE APPROACH APRON SEE
TA I L
CENTER POSTt005
SCALE: 1/2" = 1'-0"
Ic.2
MOUND TOP WITH
CONCRETE
6" DIA. SCHEDULE 50
PIPE FILLED WITH
CONCRETE, PRIME AND
INSTALL PLASTIC
BOLLARD COVER
6" MIN. CONCRETE
COVER
CENTER PIPE ON JAMB
OF OPENING, AND I'-6"
FROM FACE OF WALL TO
CENTER OF PIPE
I/4"x5"x5" PLATE SHOP
WELDED TO BOTTOM OF
PIPE
=/ETAIL. BOLLARD G
SCALE: 1/2" = 1'-0" 5D1.2
GI
Tc
DIVIDER FENCE
PETAIL.
SCALE: 1/4" = P -O"
33'-0" FOR SINGLES
42'-0" FOR DOUBLES
16'-6"
SINGLES
GROUND SLEEVE
CENTER POST
21'-0"
POST 4 ANCHOR
GAP
SITE PLAN - LAYOUT EXI ST'6 ROAD
SCALE: 1"=30'-0' IN
NORTH
P-
f
1 I
21
TYP
I �
rn
N
TYP
Y
LLJ
J
F
1L
I I
P P_ P P P P
+ +
++ + TYP
+ +++ + ++++ +
++
+ ++ +++++
+ +
+ + ++ + + +++
+ + a
++ + + + + +
+ ++
+
+
r +++ + + +
++++ +"..s+``�++-y+++-rt+1--F- + ++ ++ + +++ ++++ �3 +�++�
MOTES
OI
2 1/2" ASPHALTIC CONCRETE PAYING SEE DETA I L
0/5D2.1 TYPICAL.
AR -2561
O2
FOR TYPICAL CONTROL JOINTS AND EXPANSION
4/22/20
STATE OF IDAHO
JOI NTS SEE DETAILS H/SD2.1 AND J/SD2.1.
O
PROVIDE GRASS SEED IN ALL LANDSCAPE AREAS
00
W00�
0 0
AS APPROVED BY OWNER, TYPICAL.
: v
Q
o x
O
3" ASPHALTIC CONCRETE APPROACH APRON SEE
DETAIL 04 D/5D2.1
< ry-
� W N
O5
CONCRETE MECH. PAD WITH 6" AIDE 30" DEEP
U < M
FROST WALL
O (n O
O
PAINTED HANDICAP PARKING AREA SEE DETAIL
a
L/5D2.1
0
O
4" AIDE PAINTED PARKING STRIPES TYPICAL.
w
O8
6" WIDE 30" DEEP FROST WALL
ry
O
LIGHT POLE SEE DETAIL R/5D2.1 TYYP I GAL.
w
STRUCTURAL ENGINEERING
10
4" PVC 5LEE1/E FOR IRRIGATION SYSTEM, TYPIICAL
w
UNDER CONCRETE AALK5
II
MANHOLE SEE DETAIL B/5D2.2
0
12
DECOMMISSION EXISTING WELL PER STATE OF
z
`')
ENGINEERED SYSTEMS ASSOC.
IDAHO REQUIREMENTS, INFILL HELL WITH APPROVED
o
Pocatello, Idaho 83204
MATERIAL AND REMOVE TOP 8 FEET OF WELL
(208) 233-0501
CASING. WELL CONTRACTOR SHALL COMPLETE
w
ELECTRICAL ENGINEERING
REOU I RED PAPERWORK
PAYNE ENGINEERING INC.
13
PIPE BOLLARD, SEE DTL. 6/5D2.1
3
14
CONCRETE SIDEWALK, SEE DTL. D/5D2.1
I-
Fax (208) 232-1435
I
15
6" GONG. SIDEWALK A/ #4 REBAR an 24" O.C.
3
16
SLOPED GONG. ADA WALK A/ CURB, SEE A/SD2.2
Q
17
EXTERIOR TENNIS COURT FINISH
o'
0
Z
18
PERIMETER 10' TALL CHAIN-LINK FENCE, SEE DTL.
W
1/5D1.1
z
Iq
DIVIDER 10' TALL CHAIN-LINK FENCE A/ 3'-0" X
Q
7'-0" GATE, LOCKING HASP. FENCING TO CONTINUE
A
OVER GATE
(2) 3'-0" X 7'-0" CHAIN-LINK SWING GATE WITH
o
Cuj)
LOCKING HASP, FENCE TO CONTINUE ABOVE GATE
A
w
21
(2) ROWS OF EVERGREEN TREES AT 30'-0" APART,
o
STAGGERED.
y
¢
2�
6-0" TALL EARTH BERM
D
r
EXISTING ROA OF EVERGREEN TREES
z
o
EX I STING EARTH BERM
o
U
25
CONTINUOUS TRENCH DRAIN, HIGH POINT IN MIDDLE,
SLOPE DOWN TO THE NORTH AND SOUTH
H
o_
�6
5' TALL CHAINLINK FENCE WITH 3'-0" WIDE GATE
_
Z
AND GRAY PRIVACY SLATES
3
0
J
¢
� >
0
j
z
Q
O 3
w
o'
U
W
S
U
w
_
A
z
V1
o'
r
o_
0
U
w
ra
w
H_
U
w
Z
0
rOn
Vl VI
o_
U-1
¢
z
w
Q
A
z
w
0
z
ra
U
U
J
J
Z
-
a_
O
V
w
P P
P P P P P P P =' F P =' F _' F
'�
of
U
0
1of
o
o6
3
o'
1
5/18/20
CPR #2
BRENT A. McFARLAND
AR -2561
4/22/20
STATE OF IDAHO
I
N
M
00
W00�
0 0
: v
Q
o x
< ry-
� W N
U < M
O (n O
1w
w U
a
vI
o0
m�
N 0'
In
CONSULTANTS:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, Idaho 83401
(208) 227-8404
Fax (208) 227-8405
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center Street
Pocatello, Idaho 83204
(208) 233-0501
Fax (208) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 East Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
I
CONSTRUCTION MANAGER
HEADWATERS CONSTRUCTION
CO.
639 W. 9500 S. #1
Victor, Idaho 83455
(866) 496-9868
1
—Q
y
rr■nn
V^l �
H
� >
j
O 3
V1
H_
Z
rOn
Vl VI
w
U
Z
-
O
of
1of
o
REVISION:
1
5/18/20
CPR #2
DRAWN BY:
JOB NO:
RSM
7I7FH
CHECKED BY:
DATE:
BAM
APR 2020
PLOT DATE: 6-11-20
DRAWING N0.
ALE: 717-SD1.2-SPLFH * SD1.2
SD1.2
OF